Original source · versioned page text
1856-S01_S18
ENGINEERING
SEWER RETICULATION NETWORK EXTENSION
- UNITYWATER -
PROJECT:
PROPOSED SUBDIVISION AT
NOOSA CIVIC, WALTER HAY DRIVE
NOOSAVILLE
CLIENT:
STOCKWELL PTY LTD
PROJECT No:
1856
SCHEDULE OF DRAWINGS
DWG DESCRIPTION
1821-S01 Locality Plan & Schedule of Drawings
1821-S02 General Notes
1821-S03 Overall Watermain Alignment Layout Plan
1821-S04 Sewer Layout Plan - Sheet 1 of 8
SUBJECT SITE
1821-S05 Sewer Layout Plan - Sheet 2 of 8
1821-S06 Sewer Layout Plan - Sheet 3 of 8
1821-S07 Sewer Layout Plan - Sheet 4 of 8
1821-S08 Sewer Layout Plan - Sheet 5 of 8
1821-S09 Sewer Layout Plan - Sheet 6 of 8
1821-S10 Sewer Layout Plan - Sheet 7 of 8
1821-S11 Sewer Layout Plan - Sheet 8 of 8
1821-S12 Sewer Longitudinal Section 1 of 5
1821-S13 Sewer Longitudinal Section 2 of 5
1821-S14 Sewer Longitudinal Section 3 of 5
1821-S15 Sewer Longitudinal Section 4 of 5
1821-S16 Sewer Longitudinal Section 5 of 5
1821-S17 Directional Drilling Detail Walter Hay Drive
1821-S18 Discharge Manhole Connection Detail
1821-S19 Sewer Live Works Table
1821-S20 Sewer Live Works Table LOCALITY PLAN
NOT TO SCALE
DRAWING STATUS:
FOR APPROVAL
p 07 5443 8285 PROPERTY DESCRIPTION
e [email protected] w www.barlowshelley.com.au
a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 LOT 3 on SP246584
Site Area = 31.7 Ha
DRAWING NUMBER
-
REV
Proposed Number of Lots 25 1856-S01 A
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Full text of pages 2 to 9 (of 18)
Page 2
WORKPLACE AND HEALTH SAFETY
SEWER RETICULATION NOTES
ALL WATER AND SEWER CONSTRUCTION WORK IS TO
COMPLY WITH THE REQUIREMENTS OF QUEENSLAND WORK
VEGETATION PROTECTION HEALTH AND SAFETY ACT 2011
CONTACT YOUR NEAREST OFFICER OF THE DIVISION OF
A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR TO WORKPLACE HEALTH & SAFETY FOR INFORMATION
CONSTRUCTION, OR REPLACE IF DESTROYED. PHONE:1300 362128
B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL
BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED
VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES
NOTE FOR OWNER
PRIOR TO CONSTRUCTION AND REMAIN UNTIL COMPLETION.
SURVEY/BOUNDARY PEGS TO BE IN GROUND BEFORE
C. TREE ROOTS SHALL BE TUNNELED UNDER, RATHER THA.N SEVERED. IF ROOTS
SEWER CONSTRUCTION
ARE SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE
FUNGICIDE. CONTACT RELEVANT ARBORIST FOR FURTHER ADVICE.
D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED
ARBORIST. TRAFFIC PLAN
PRIOR TO COMMENCEMENT OF WORK, ARRANGE FOR
SOIL APPROVED TRAFFIC PLAN AND SEEK APPROVAL FROM
PLANNING & TRAFFIC BRANCH. TELEPHONE 340 34180 FOR
A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY. DETAILS. WORK MAY BE REQUIRED TO BE CARRIED OUT
B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE DURING WEEKENDS AND/OR LATE AT NIGHT ONLY”
STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT
CONTROLS AROUND STOCKPILES.
C. ACID SULPHATE SOILS EXIST IN THE WORKS AREA. THE OUTPUTS FROM THE RISK
DBYD **CAUTION**
ASSESSMENT BASED ON THE QUEENSLAND ACID SULPHATE SOIL TECHNICAL
Approx. location of public utilities only. Exact location and depth
MANUAL REQUIRES THAT ACID SULPHATE SOILS BE MANAGED AS FOLLOWS.
to be determined on site by relevant authority personnel prior to
commencing work.
CREEK CROSSINGS TELSTRA - Ph 1800 653 935
ENERGEX - Ph 3664 5400
A. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY UW - Ph 1300 086 489
EXCAVATION WORK. GAS - Ph 3323 7684
B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT
FROM ENTERING THE CREEK.
C. NO SOIL SHALL BE STOCKPILED WITHIN 5M OF THE CREEK. DISCLAIMER
WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE THAT
THE INFORMATION PROVIDED IN THIS DRAWINGS/DESIGN
REHABILITATION WAS ACCURATE AT THE TIME IT WAS COMPILED, AS PART OF
THE COUNCIL'S "AS CONSTRUCTED" RECORDS, IT REMAINS
A. PRE-DISTURBED SOIL PROFILES AND COMPACTION LEVELS SHALL BE THE RESPONSIBILITIES OF PROPERTY OWNERS AND THEIR
REINSTATED. CONTRACTORS, SUB- CONTRACTORS, EMPLOYEES,
B. PRE-DISTURBED VEGETATION PATTERNS SHALL BE RESTORED. SERVANTS AND AGENTS AS APPROPRIATE IN THE
CIRCUMSTANCES TO MAKE ALL REASONABLE EFFORTS TO
GENERAL NOTES ASCERTAIN THE PRECISE LOCATION OF EXISTING
INFRASTRUCTURE INCLUDING WATER MAINS, SEWERS AND
DRAINS BEFORE UNDERTAKING EXCAVATION OR
G1 ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH EAST
QUEENSLAND SEWERAGE CODE SPECIFICATIONS AND STANDARDS. CONTRACTION WORK.
G2 UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE USERS OF THE INFORMATION SHOULD BE AWARE THAT
RELEVANT AUSTRALIAN STANDARDS. SINCE THE ORIGINAL RECORDING OF THE DEPTHS IN
G3 THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL BE RELATION TO GROUND LEVELS, CHANGES MAY HAVE
SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWERAGE WORKS NOT OCCURRED AS A RESULT OF SUBSEQUENT WORK OR
COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO THE SEQ ACTIVITIES INVOLVING FILLING OR EXCAVATION.
SERVICE PROVIDER SEWERAGE SYSTEM. CONSEQUENTLY, QUU TAKES NO RESPONSIBILITY FOR ANY
G4 ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED
APPARENT ERROR OR INACCURACIES THAT ARE SHOWN TO
OUT BY THE SEQ SERVICE PROVIDER AT THE DEVELOPER'S COST.
EXIST AS AT THE DATE INFORMATION WAS PROVIDED OR AT
G5 ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE "ACCEPTED
PRODUCTS AND MATERIALS" LIST. A LATER DATE.
G6 EACH NEW ALLOTMENT SHALL BE SERVED BY A DN150 PVC PROPERTY CONNECTION. THE ABOVE ALSO APPLIES TO LOCATION AND DEPTH OF
G7 PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE OTHER PUBLIC UTILITIES.
DRAWING.
G8 PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM OF
750MM. UNITY WATER REQUIRES MINIMUM EXTENSION OF 500MM INTO PROPERTY.
G9 WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS NOT ALL ENVIRONMENTAL PROTECTION MEASURES SHOULD
EXCEEDING 300MM (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE COMPACTION IS BE IMPLEMENTED PRIOR TO COMMENCING ANY
NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION WHEN TESTED IN CONSTRUCTION WORK INCLUDING CLEARING.
ACCORDANCE WITH A.S/ 1289 (MODIFIED COMPACTION). TESTING SHALL BE CARRIED OUT
AFTER EACH ALTERNATE LAYER, IN ALL SUCH CASES APPROVAL OF CONSTRUCTED SEWERS
WILL NOT BE ISSUED BY THE SEQ SERVICE PROVIDER UNLESS CERTIFICATES ARE PRODUCED
CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED.
G10 WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER, BULKHEADS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWER CODE.
G11 THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH
RELEVANT AUTHORITIES BEFORE COMMENCING WORKS.
G12 SEWERS SHALL BE DISUSED/ABANDONED IN ACCORDANCE WITH PROCEDURES SET OUT IN
THE SEQ SEWER CODE.
G13 BENCH MARK AND LEVELS TO AHD. CAUTION -
G14 PLACE DETECTABLE MARKER TAPE OVER ALL SEWER MAINS. EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT
G15 ALL SEWER MAINS OF 150DIA OF GREATER TO UNDERGO CCTV INSPECTION. LOCATION OF ALL EXISTING SERVICES IN THE VICINITY OF THE
PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION.
CONSTRUCTION NOTES THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO
1. ALL PIPEWORK SHALL BE IN ACCORDANCE WITH SEQ EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
ACCEPTED CIVIL PRODUCTS AND MATERIALS .
2. CONTRACTOR TO CONFIRM WITH UNITYWATER
3. SUPERINTENDENT FOR ANY REQUESTED CHANGES TO
MATERIALS/CONSTRUCTION.
4. DESIGN TO COMPLY WITH CURRENT SEQ CODE AND
UNITYWATER REQUIREMENTS.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MS CL AT NOOSA CIVIC, WALTER HAY DRIVE, NOOSAVILLE
DATUM AHD SHEET: 2 OF 20
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MS Director: CAMERON LANDRETH
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 GENERAL NOTES S02 A
CL
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 18-03-20 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 3
EE
LEGEND - EXISTING FEATURES NIE
CR
ADJACENT BOUNDARY EE
KR
CADASTRAL BOUNDARY OA 1856-S11
D
COVENANT D
EK ROA
EASEMENT
IE CRE
BANK BOTTOM LOT 4 EE EEN
BANK TOP SP246584 NIE
CR
BUILDING
FH
E EK
RO
CONCRETE STRUCTURES A D
LOT 22
FENCE
KERB & CHANNEL
RETAINING WALL FH
FH
LOT 1 WA LOT 23
FH
ELECTRICAL OVERHEAD FH
SP222982 LTE
ELECTRICAL UNDERGROUND RH
FH
STAGE 1 WORKS EXTENT FH
AY
OPTICAL FIBRE LOT 2 D
FH
RIV
TELSTRA FH
E
IVE
STORMWATER DRAINAGE
PROPOSED OD250 SEWER RISING MAIN
HOFMAN DR
SEWER DN150 uPVC SN8 FH
FH
SEWER DN225 uPVC SN8 EXISTING NOOSA CIVIC
SEWER RISING MAIN
FH
SHOPPING PRECINCT FH
LOT 147
SEWER EASEMENT FH
LOT 2 1856-S10 NPW889
WATERMAIN DN150 oPVC PN16
PROPOSED DN150 SN8 SEWER
WATERMAIN DN225 DICL PN16 FH
WATERMAIN DN375 AC
1856-S04
FH
LEGEND - NEW FEATURES
NEW DN225 uPVC SN8 SEWER
NEW DN150 uPVC SN8 SEWER
FH
LOT 21
STAGE 1 WORKS EXTENT
NEW OD250 SEWER RISING MAIN
LOTS 17-21
FH
CONDUIT
FH
1 1856-S09
HO
3 NEW SEWER MANHOLE LOT 19
ET
FM
E
HAY DRIV
RENE STRE
AN
HB1
3 NEW SEWER HORIZONTAL BEND LOT 18
DR
IVE LOT 17
FH
LOT 3
WALTER
FH
LOT 7
PROPOSED DN225 SN8 SEWER
FH
PROPOSED DN225 SN8 SEWER
LOT 4
1856-S08
STAGE 2 WORKS EXTENT LOT 5
LOTS 4-16 LOT 6
LOT 8
LOT 7
LOT 15 LOT 9 RP46782
1856-S05
LOT 5
SP222982 LOT 16
LOT 14
PROPOSED DN150 SN8 SEWER LOT 10
LOT 13
LOT 12 LOT 11 LOT 2
RP160983
1856-S07
VE
DRI
AY
RH
1856-S06
LTE
WA
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 3 OF 20
0 40 80 120 160 200m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:4000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 OVERALL SEWER ALIGNMENT LAYOUT PLAN S03 A
CL
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 13-09-19 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 4
LEGEND - NEW FEATURES
5
NEW DN225 uPVC SN8 SEWER
NEW DN150 uPVC SN8 SEWER
NEW OD250 SEWER RISING MAIN
CONDUIT EXISTING SEWER HCB LOCATED EXISTING NOOSA CIVIC
HERE FOR LOT 21 CONTRACTOR
3
1
NEW SEWER MANHOLE TO CONFIRM DEPTH AND
SHOPPING PRECINCT
DIAMETER ON SITE
HB1
3 NEW SEWER HORIZONTAL BEND FH
NEW SAW CUT TO EXISTING ROAD
LOT 21
5
& REINSTATEMENT TO COUNCIL
STANDARDS & REQUIREMENTS 3825m2
HCB MH STUB
TYPE A
O/S 1.5
FH
SL 5.50 5
HO
IL 2.50
FM
AN
5
N
FH
5
DR
VA
HCB MH STUB
IVE
TYPE A
VA O/S 12.0
SL 4.95 LOT 19
VA IL 3.55
3150m2
UW
LIV
E
W
ATTENTION: UNITYWATER PRIVATE WORKS OR LOT 18
UNITYWATER TO SUPERVISE CONTRACTORS LIVE KS
WORKS CONNECTION TO EXISTING MANHOLE IN
3245m2
12
THE FOLLOWING STEPS:
1
1. CORE DRILLING INTO EXISTING MANHOLE HCB MH STUB
1
2. INSERT DN225 PIPE INTO MANHOLE & MEGA 2 TYPE A
6m
EPOXY PENETRATION. O/S 6.50
3.1
3. BENCH EXISTING MANHOLE TO SEQ CODE SL 3.59
4. PROVIDE END PLUG TILL ON MAINTENANCE IL 2.19
Y
FH
LL
INSPECTION. 1
N
5. REMOVE AFTER SUCCESSFUL ON 1 EW LOT 17
GU
MAINTENANCE INSPECTION. D
N
22 3724m2
5
G
IN
HCB MH STUB
TYPE A
IST
1 O/S 6.50
3
SL 3.58 LOT 3
EX
IL 2.18
CONTRACTOR TO SAW CUT EXISTING 4.004Ha
HOFMANN DRIVE TO PROVIDE NEW HB1
3 DN225 CAPPED FROM MH 3/1 FOR FUTURE
DN225 SEWER PIPE & REINSTATE TO
N STAGE 2 CONNECTION
COUNCIL STANDARDS & REQUIREMENTS E
W
D
5m
N
22
1.7
H
5 CONTRACTOR TO HORIZONTAL AUGER UNDER
O
FM
STORMWATER BOX CULVERT & MAINTAIN 300mm VERTICAL
SEPARATE AS MINIMUM WITH OD250 ENVELOPER PIPE.
A
EXISTING RESIDENTIAL
N
REFER TO LONGITUDINAL SECTION FOR LEVELS
N
ATTENTION: CONTRACTOR UNIT COMPLEX FH
1
4
D
R
LOT 4
IV
MINIMUM CLEARANCES HB1
SP222982
E
4
1. STORMWATER SHALL ALWAYS PASS OVER 1
SEWER MAINS WITH 500mm VERTICAL 5
CLEARANCE.
2. WATERMAINS SHALL ALWAYS PASS OVER HB1
5
SEWER MAINS WITH 500mm VERTICAL
CLEARANCE.
HB1
3. ELECTRICAL SHALL ALWAYS PASS OVER SEWER FH
6
MAINS WITH 300mm VERTICAL CLEARANCE.
55
5
IT IS THE CONTRACTORS RESPONSIBILITY TO 1
5m
MAINTAIN ACCEPTABLE VERTICAL & HORIZONTAL 6 1.7 LOT 4
CLEARANCE AS OUTLINED IN THE SEQ CODE.
2365m2
JOINS PLAN 1856-S05
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 4 OF 20
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 SEWER LAYOUT PLAN S04 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 1 OF 8
Page 5
JOINS PLAN 1856-S04
5m
LEGEND - NEW FEATURES
Y
1.7
LL
NEW DN225 uPVC SN8 SEWER
GU
NEW DN150 uPVC SN8 SEWER
G
NEW OD250 SEWER RISING MAIN
LOT 3
TIN
CONDUIT FH
1
4
4.004Ha
IS
1
3 NEW SEWER MANHOLE
EX
HB1
C
4
HB1
D
3 NEW SEWER HORIZONTAL BEND
1
A
5
RO
HB1
EXISTING RESIDENTIAL 5
UNIT COMPLEX
HB1
LOT 4
1.75
FH
6 1
16
m
5
SP222982 HCB MH STUB
TYPE A N
O/S 10.0 EW
5
1 HB1
6 SL 4.00 16 D
IL 2.60 LOT 4 HCB MH STUB HB1 N
15
50
NE
1 17
2365m2 TYPE A 14 0
1
HCB MH STUB
W
O/S 4.00
DN
5 TYPE A
DN
SL 7.96 22 LOT
O/S 24.62
5m N
W
IL 6.46
22
N
D 7
1.7 SL 8.43
EW
NE
EW
5
5m IL 5.67
HO
2.5 N
D
N
HB1
15
1
FM
17
JOINS PLAN 1856-S07
0
7
LOT
LOT 5
AN
1
15 LOT HCB MH STUB
13
2307m2 8 TYPE A
5
N
O/S 26.59
DR
SL 8.27
HCB MH STUB HCB MH STUB LOT 6 HB1 IL 6.65
TYPE A LOT 8
I
TYPE A 16
9m
2473m2
VE
O/S 5.50
2.3
O/S 25.43
SL 4.34 1 SL 4.94 HCB MH STUB
HB1
15
3257m2
5
IL 2.84 HB1 8 IL 3.54 TYPE A 1
7 O/S 5.50 12
1 HB1
5 9 SL 5.68 14 NEW
HCB MH STUB
NE IL 4.28 DN1 TYPE A
LOT 15 HB1
1.75m
W 50 O/S 5.50
8 DN
4238m2 22 5 225 SL 8.30
HB1 5 DN HB1
IL 6.40
0
W
NE
15
9 13
1 LOT
DN
HB1 HB1
11 9 LOT 9
3202m2
W
10 1 HB1 12
NE
10 11
HB2
1 HOFMANN DRIVE
DB
1.75 HCB MH STUB
m
ROA
HB2 TYPE A
2 O/S 3.00
SL 4.66
2 IL 3.16
1 1.75m RO
AD
HB2
LOT 16 A
NE
3 4339m2
W
2
DN
2
LOT 14
B
5 0
1
N1
50
3951m2
AD
D
ATTENTION: CONTRACTOR W 2
NE 3
RO
5m
HCB MH STUB LOT
2
MINIMUM CLEARANCES
1.7
1.7
TYPE A 14
0
6
5m
NEW
15
O/S 18.69 DN1
50
DN
SL 3.10 HB2
1. STORMWATER SHALL ALWAYS PASS OVER IL 2.75 4 LOT
10
W
2 2 HB2
SEWER MAINS WITH 500mm VERTICAL 4 9 HCB MH STUB
NE
HB2 55 TYPE A
CLEARANCE. 5 NEW DN150 HB2
O/S 21.29
NEW DN150
NE
2. WATERMAINS SHALL ALWAYS PASS OVER 8
SL 5.56
LOT HB2
LOT 10
W
HB2
SEWER MAINS WITH 500mm VERTICAL 13 6 IL 3.80
7
DN
CLEARANCE. HCB MH STUB
TYPE A 4686m2
15
3. ELECTRICAL SHALL ALWAYS PASS OVER SEWER O/S 21.17
0
MAINS WITH 300mm VERTICAL CLEARANCE. SL 4.62 LOT
IL 2.59 11
IT IS THE CONTRACTORS RESPONSIBILITY TO LOT HCB MH STUB
MAINTAIN ACCEPTABLE VERTICAL & HORIZONTAL
LOT 13 12 TYPE A
CLEARANCE AS OUTLINED IN THE SEQ CODE. 4078m2 HCB MH STUB
O/S 20.36
SL 4.97
TYPE A IL 3.04
O/S 19.76
SL 4.78 LOT 12 LOT 11 55
JOINS PLAN 1856-S06
IL 2.79 7942m2 4967m2 5
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 5 OF 20
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 SEWER LAYOUT PLAN S05 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 2 OF 8
Page 6
JOINS PLAN 1856-S05 LOT 5 1 HCB MH STUB JOINS PLAN 1856-S07
HO
13
2307m2 TYPE A
5
LOT O/S 26.59
FM
8
SL 8.27
HCB MH STUB LOT 6 IL 6.65
AN
HB1
TYPE A 16 LOT 8
O/S 5.50 2473m2
3257m2
N
HB1
1 SL 4.94 HCB MH STUB 15
DR
5
8 IL 3.54 TYPE A 1
O/S 5.50 12
IV
1 HB1
5 9 SL 5.68 14 HCB MH STUB
E
IL 4.28 NEW
NE DN1 TYPE A
LOT 15 HB1
1.75m
W 50 O/S 5.00
8 DN 25
4238m2 HB1
22 5
5 DN
2 HB1
SL 8.30
IL 6.40
0
W
NE
15
9 13 LOT
1
DN
HB1 HB1
11 9 LOT 9
3202m2
W
10 1 HB1 12
NE
10 11
HB2
1 HOFMANN DRIVE
B
D
1.75 HCB MH STUB
m
ROA
HB2 TYPE A
2 O/S 3.00
SL 4.66
2 IL 3.16
1 1.75m RO
AD
HB2
LOT 16 A
NE
3 4339m2
W
2
DN
2
LOT 14
B
50
15
N1
3951m2
AD
D
0
W 2
LOT
NE 3
14
RO
5m
HCB MH STUB 2
1.7
1.7
0
TYPE A 6
5
NEW
15
m
O/S 18.69 DN1
50
DN
HB2 LOT
SL 3.10 4 10
IL 2.75
W
2 2 HB2
4 9 HCB MH STUB
NE
HB2 55 TYPE A
5 NEW DN150 HB2
O/S 21.29
NEW DN150
NE
8
SL 5.56
LOT HB2
LOT 10
W
HB2
13 6 IL 3.80
HCB MH STUB 7
DN
TYPE A 4686m2
15
O/S 21.17
0
SL 4.62
IL 2.59 LOT HCB MH STUB
11
LOT TYPE A
12 O/S 20.36
LOT 13 SL 4.97
4078m2 HCB MH STUB
IL 3.04
TYPE A
O/S 19.76
SL 4.78 LOT 11 55
LOT 12
IL 2.79 4967m2 5
7942m2
5 ATTENTION: CONTRACTOR
5
E
IV MINIMUM CLEARANCES
R
D
Y
A 1. STORMWATER SHALL ALWAYS PASS OVER
H SEWER MAINS WITH 500mm VERTICAL
ER CLEARANCE.
LEGEND - NEW FEATURES LT
5
2. WATERMAINS SHALL ALWAYS PASS OVER
A SEWER MAINS WITH 500mm VERTICAL
NEW DN225 uPVC SN8 SEWER W
CLEARANCE.
NEW DN150 uPVC SN8 SEWER 3. ELECTRICAL SHALL ALWAYS PASS OVER SEWER
5
NEW OD250 SEWER RISING MAIN MAINS WITH 300mm VERTICAL CLEARANCE.
CONDUIT
1
IT IS THE CONTRACTORS RESPONSIBILITY TO
3 NEW SEWER MANHOLE MAINTAIN ACCEPTABLE VERTICAL & HORIZONTAL
CLEARANCE AS OUTLINED IN THE SEQ CODE.
HB1
3 NEW SEWER HORIZONTAL BEND
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 7 OF 20
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 SEWER LAYOUT PLAN S06 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 3 OF 8
Page 7
JOINS PLAN 1856-S08
JOINS PLAN 1856-S04
C
LOT 3
AD
4.004Ha
RO
DRIVE
10
LOT 7
2.963Ha
R HA Y
1.75
1
16
m
5
HCB MH STUB
TYPE A N
O/S 10.0 EW
WA L T E
5
HB1
SL 4.00 16 D
IL 2.60 LOT 4 1
HB1 N
15
17 0
2365m2 HCB MH STUB 14 HCB MH STUB
TYPE A TYPE A
O/S 4.00 225 LOT O/S 24.62
N
N
SL 7.96 D 7 SL 8.43
EW
IL 6.46 EW IL 5.67
N
D
N
HB1
15
1
17
0
7
5m LOT 5 1 LOT HCB MH STUB
2.0 13
2307m2 8 TYPE A
5
O/S 26.59
SL 8.27
HCB MH STUB LOT 6 HB1 IL 6.65
TYPE A 16 LOT 8
O/S 5.50 2473m2
1 SL 4.94 HCB MH STUB
HB1
15
3257m2
8 IL 3.54 TYPE A 1
O/S 5.50 12
1 HB1
5 9 SL 5.68 14 NEW
HCB MH STUB
HB1 NE IL 4.28 DN1 TYPE A
1.75m
W 50 O/S 5.00
8 DN
22 5 225 SL 8.30
HB1 5 DN HB1
IL 6.40
0
W
NE
15
9 13
1 LOT
DN
HB1 HB1
11 9 LOT 9
3202m2
W
10 1 HB1 12
NE
B
10 11
A D
HB2
1 HOFMANN DRIV E
RO
IVE
E IV
R
DB
1.75
D
m HCB MH STUB Y
A
ROA
HB2 TYPE A
2 O/S 3.00
H
R
TE
SL 4.66
2 IL 3.16 L
1.75m
1
RO A
AD W LEGEND - NEW FEATURES
HB2
LOT 16 A
NE
3 4339m2 NEW DN225 uPVC SN8 SEWER
W
2
NEW DN150 uPVC SN8 SEWER
DN
2
B
5 0 NEW OD250 SEWER RISING MAIN
15
N1 CONDUIT
AD
D
0
W 2
NE 3 1
RO
NEW SEWER MANHOLE
5m
3
2
1.7
1.7
0
6
5m
NEW
15
DN1 LOT HB1
50 NEW SEWER HORIZONTAL BEND
DN
HB2 3
10
4
W
2 2 HB2
4 9 HCB MH STUB
NE
HB2 55 TYPE A
5 NEW DN150 HB2
O/S 21.29
ATTENTION: CONTRACTOR
NEW DN150
NE
8
SL 5.56
HB2
LOT 10
W
HCB MH STUB HB2
IL 3.80
LOT 6 7 MINIMUM CLEARANCES
DN
TYPE A
O/S 21.17
13
4686m2
15
SL 4.62
0
1. STORMWATER SHALL ALWAYS PASS OVER
IL 2.59
LOT SEWER MAINS WITH 500mm VERTICAL
LOT 11 CLEARANCE.
12 HCB MH STUB
LOT 13 TYPE A 2. WATERMAINS SHALL ALWAYS PASS OVER
4078m2 HCB MH STUB
O/S 20.36
SL 4.97
SEWER MAINS WITH 500mm VERTICAL
TYPE A CLEARANCE.
IL 3.04
O/S 19.76 3. ELECTRICAL SHALL ALWAYS PASS OVER SEWER
SL 4.78 55 MAINS WITH 300mm VERTICAL CLEARANCE.
IL 2.79 LOT 11 5
LOT 12
4967m2 IT IS THE CONTRACTORS RESPONSIBILITY TO
7942m2 MAINTAIN ACCEPTABLE VERTICAL & HORIZONTAL
CLEARANCE AS OUTLINED IN THE SEQ CODE.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 7 OF 20
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 SEWER LAYOUT PLAN S07 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 4 OF 8
Page 8
10
LEGEND - NEW FEATURES JOINS PLAN 1856-S09
NEW DN225 uPVC SN8 SEWER
DRIVE
NEW DN150 uPVC SN8 SEWER
NEW OD250 SEWER RISING MAIN
CONDUIT
5
R HAY
1
3 NEW SEWER MANHOLE
ROAD C
HB1
3 NEW SEWER HORIZONTAL BEND
WALTE
10
ATTENTION: CONTRACTOR
MINIMUM CLEARANCES
1. STORMWATER SHALL ALWAYS PASS OVER
SEWER MAINS WITH 500mm VERTICAL
CLEARANCE.
2. WATERMAINS SHALL ALWAYS PASS OVER
SEWER MAINS WITH 500mm VERTICAL
CLEARANCE.
3. ELECTRICAL SHALL ALWAYS PASS OVER SEWER
MAINS WITH 300mm VERTICAL CLEARANCE.
IT IS THE CONTRACTORS RESPONSIBILITY TO
MAINTAIN ACCEPTABLE VERTICAL & HORIZONTAL
CLEARANCE AS OUTLINED IN THE SEQ CODE.
LOT 3
4.004Ha
110
10
10
LOT 7
2.963Ha
RIVE
HAY D
C
AD
R
RO
WALTE
10
1.75
1
16
m
N
EW
HB1
16 D
HB1 N
1 15
17 0
14 HCB MH STUB
HCB MH STUB
TYPE A
TYPE A
2 25 O/S 6.00
O/S 4.00 N
N
D SL 9.08
SL 7.96
EW
LOT
IL 6.46 EW 7 IL 7.58
N
D
N
HB1
15
17
0
1 HCB MH STUB
13
TYPE A
LOT O/S 7.50
LOT 6 8 SL 8.27
IL 6.87
2473m2 LOT 8
JOINS PLAN 1856-S07 3257m2
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 8 OF 20
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 SEWER LAYOUT PLAN S08 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 5 OF 8
Page 9
JOINS PLAN 1856-S10
EX EXISTING NOOSA CIVIC 11
IS SHOPPING PRECINCT
TIN 4 MANHOLE FOR NEW CROSS ROAD
G
0
LOT 23 DEVELOPMENT
LOT 23
5
RO W
DN1
AD AL 2.61Ha
110
FH
TE
N EW
11 1.4m R
FH
NE
1 W
DN
HA
15 HB11 Y
0u
PV 3 D
C SN 0.8 RI
8 SE 4m 10 VE
0
WE
10
15
R
N
ATTENTION: UNITYWATER PRIVATE WORKS
D
EW
UNITYWATER TO SUPERVISE CONTRACTORS LIVE WORKS
N
CONNECTION TO EXISTING SEWER IN THE FOLLOWING STEPS:
1. REMOVE EXISTING POO PIT 11
2. PROVIDE NEW SMART STREAM POO WITH JUNCTION 2
10
3. PROVIDE END PLUG TILL ON MAINTENANCE INSPECTION. FH
4. REMOVE AFTER SUCCESSFUL ON MAINTENANCE INSPECTION. HCB MH STUB
TYPE A
O/S 5.60
FH SL 8.15
IL 6.65
CONTRACTOR TO SAW CUT EXISTING
110
HOFMANN DRIVE TO PROVIDE NEW
DN225 SEWER PIPE & REINSTATE TO
LOT 2
COUNCIL STANDARDS & REQUIREMENTS 9422m2
EXISTING NOOSA CIVIC
EX
SHOPPING PRECINCT
IS TIN
GR
OA
D
10
10
AD
LEGEND - NEW FEATURES G RO
ST IN
NEW DN225 uPVC SN8 SEWER EXI
NEW DN150 uPVC SN8 SEWER
NEW OD250 SEWER RISING MAIN
CONDUIT
1
3 NEW SEWER MANHOLE
HB1
10
3 NEW SEWER HORIZONTAL BEND
NEW SAW CUT TO EXISTING ROAD
& REINSTATEMENT TO COUNCIL
STANDARDS & REQUIREMENTS
ATTENTION: CONTRACTOR
5
MINIMUM CLEARANCES
DRIVE
1. STORMWATER SHALL ALWAYS PASS OVER
ROAD C
SEWER MAINS WITH 500mm VERTICAL
CLEARANCE.
2. WATERMAINS SHALL ALWAYS PASS OVER
R HAY
SEWER MAINS WITH 500mm VERTICAL
10
LOT 3
CLEARANCE.
3. ELECTRICAL SHALL ALWAYS PASS OVER SEWER 4.004Ha
MAINS WITH 300mm VERTICAL CLEARANCE. LOT 7
WALTE
IT IS THE CONTRACTORS RESPONSIBILITY TO
2.963Ha
MAINTAIN ACCEPTABLE VERTICAL & HORIZONTAL
CLEARANCE AS OUTLINED IN THE SEQ CODE. JOINS PLAN 1856-S08
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 9 OF 20
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 SEWER LAYOUT PLAN S09 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 6 OF 8
The text continues on page 10.